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2' x 10' Treated Rim <br /> Note : Shop Drawings Must Be Submitted To And Approved B y The Git y Joist - Typ. 2' x G' Treated Decking <br /> 9 For <br /> With 1Gd Nail Spacing each I�VeHand Grossin (Fasten With Two 3' Galy. <br /> Deck Screws B Each Joist-) <br /> 2' x 10' Treated Header - Typ. General NOteS <br /> Boardwalk Details As Shown Represent The City Of Lino Lakes General <br /> 10'-0' 10'-O' Requirements. They Do Not Take Site Specific Conditions CSuch As Soils <br /> 17 And Normal High Water Elevations-) Into Consideration. Given the variability <br /> jOf Site Conditions. Shop Drawings Must Be Submitted To And Approved <br /> By The City For Each Wetland Crossing. Shop Drawings Shall include <br /> 1/8' Thick x 1' Wide 3/8' GrIv_ Steel Bolts Pertinent Information Related To Soils, High Water Elevations, And <br /> Steel Strap Hold-down _ With Nuts. Flat Washers. Modifications To Boardwalk Details In Response To Site Conditions <br /> C2 Sets Req. Per And Lock Washers (Particularly With Respect To Pier Depth And Configuration). All Modif- <br /> Timber-) - Typ, icntions Shall Be Consistent With Standard Engineering Practices. <br /> WOODEN CURB ON EACH SIDE Approval Of Shop Drawings Shall Be At The Discretion Of the City <br /> r Based On Their Review. The City May Also (At Their Discretion) Require <br /> G'x6' GGA Treated Headers and Jois C r s Must Rest The Use Of Alternative Grossing Methods C5uch As A Floating Boardwalk.). <br /> .�� <br /> Timber CO.6 Retentions v <br /> On Top Of Timber - Typ. In General, The Top Of Deck Elevation Shall Be 1'-0' Above The Normal <br /> High Water Mark. Unless Otherwise Determined By The City (At Their !I <br /> 1 6x6 Treated Timber CO.6 / 1 12' Div. Concrete ° 1/2' Dia: x 7' <br /> Retentron� P <br /> Pier C4000 Discretion Based On Site Specific Circumstances. <br /> / - Typ. / d With Nut. FiatWashers. n, <br /> _ / 1 1 sib c ° Steel 1 <br /> �^ 1 <br /> And Lock Washers �d <br /> I � Wood Members <br /> 0, <br /> 2' x 10' Treated ° All Members Shall Be 545 #2 Grade Pine Or Better (Or Approved <br /> Wood Blocking - Typ. Equal.). <br /> All Members Shall s. GGA Treated r 0.4 Retention In Accordance With <br /> Grade Line Industry 5tnndards. Color Shall Be Brown.. <br /> Standard Galy. Steel Joist All Guts Shall Be Painted With Approved Brush-On Preservative To Match <br /> Hanger - Typ. Existing. <br /> 3 Fier OonneG tion De t'�5il <br /> 2' x 10' Treated <br /> Joist - T 1 Not To scare Wood Timber Deck Supports <br /> C16' O.G. �YSpacing All Members Shall Be Rough Sawn #2 Grade Southern Yellow Pine or N <br /> Better COr Approved Equal. <br /> f All Members Shall Be CCA Treated To 0.6 Retention in Accordance With <br /> 1/8' Thick Steel Plate Industry Standards. Color Shall Be Brown. <br /> Pier Bracket C6' Wide x All Guts Shall Be Painted With Approved Brush-On Preservative To Match <br /> 9' Longs Existing. 1 <br /> 2' x 10' Treated Header <br /> /,-- / (Rest On Top Of Gx6 / <br /> 1 / / 1 Timber - Typ. <br /> --F�) _ \ �1 <br /> J � �"a5teners/Metals �1. <br /> ----- ° 1/2' Die. x 7' Galy. Steel r <br /> Machine Bolt W/ Lock < r ) All Fasteners CNalls. Bolts. Screws, Etc.-) Shall Be Hot-Dipped Galvanized <br /> Washer And Nut \ // Or Zinc Coated In Accordance With industry Standards. <br /> 2' x 10' Treated Rim <br /> Joist - Typ. All Metals Shall Be Hot-Dipped Galvanized in Accordance With industry <br /> Note: Verify Width of Gx6 Standards COr Approved Equal.). <br /> TOP Timbers Prior to Fabricating , <br /> Pier Bracket ORT'IOGRAPi-�tlG Bolted Connections Shall include Bolts. Nuts. Fiat Washers, And Lock <br /> Headers and Joists Must Rest Washers. Lag 5rew Connections Shall Include Flat Washers. <br /> V2* x Treated Decking <br /> WithIG <br /> th 16 p Nail Spacing 12' Dia. Gonc_ Pier On Top Of Timber <br /> Wi <br /> CFasten With Two 3' Galy. - Typ' 6, 9' Joist Hangers Shall Be Nailed With Joist Hanger Nails In Accordance <br /> Deck Screws a Each Joists Nall Rim Joist and Header q-4 1/2' With Industry Standards. <br /> Typ_ C3 - 16p Galv. Nails - Typ. 1/8' Thick Steel Plate <br /> -- Pier Bracket CG' Wide x <br /> • 9' Longs <br /> a <br /> Goncrete Piers <br /> 1/2' Die. x 7' Gaiv. Steel All Concrete Shall Be 4000 PSI s 28 days and Meet <br /> Machine Bolt W/Flat Washer City of Lino Lakes General Specifications f-)r Construction. <br /> Lock Washer And Nut <br /> i <br /> 1�%ycsyn': <br /> 1/2' Div. Steel <br /> i7aVtc: <br /> 1 3 Bracket Anchor <br /> Continuous <br /> inuo s Welded <br /> !. <br /> i 2. <br /> FRONT 51DE �. <br /> xed �os � tion Board��Ik f Ian View 2 Bier 5ro� ket Detoil - T _ 4 � ener�l 5 e � ifi� � tions <br /> �--No r Y� <br /> o t o Scale <br /> I <br /> 1 Not To Scale 1 Not To Scale <br /> hwslay c�rtNir tJ+�!hb p <br /> sp aictft�Cstm cr rspw•t win <br /> plsprrd by ms cr umfar m <br /> dtrnE apwvtsrn. <br /> I 1/8' Thick x 1' Widea8r6"� <br /> 1/2' Die. Holes For Steel Strap Hold-down <br /> 3/8' Galy. Steel Bolts C2 Sets Req. Per <br /> With Nuts. Flat Washers, Timber. - Typ. <br /> And Lock Washers <br /> Enlargement Of Wooden Curb <br /> ---- <br /> 2xG Treated Curb 1 3/4' <br /> (Continuous-) ————— 1 1/2" <br /> IOd Galy. Ring 2• � <br /> Shank Nail Thru Blocki ————(Center On Deck 1 3/4E__ <br /> Boards 2x4 Treated Curb <br /> - Typ. All Blocks Blocking 1 1/4' <br /> 2' x 6" Treated Decking <br /> Face View Side View <br /> With 1Gp Nail Spacing <br /> 3 8' x 7 Galy. Enlargement Of 1-told—Down <br /> Steel Carriage Bolt Deck Screiws ewEach Joist.) <br /> W/ Flat Washer. Lock <br /> - Typ. <br /> Washer. And Nut 8 -O <br /> Cl 1/2' Offset From <br /> Decking Center.) 2x6 Treated Curb 3/8' x 7' Galy. <br /> - Typ. Full Length (Continuous. - Typ. Steel Carriage Bolt 2' x 10' Treated <br /> I <br /> W/ Flat Washer, Lock <br /> 10d Galv. Ring 2' x G' Treated Decking Washer. And Nut Joist - Typ. <br /> Shank Nail Thru Blocking With 1Gd Nall Spacing Hanger - Typ. <br /> I 9 2x4 Treated Curb P 9 C16' O.G. Spacings Standard Galv. Steel Joist <br /> Standard Asphalt Trail (Center On Deck (Fasten With Two 3' Galy. <br /> j (As Per Typ. Gity Spec.) Blocking - Typ. <br /> Boards Gap in 2x4 Treated Deck Screws s Each Joist. f <br /> - Typ. All Blocks Gurb Blocking CTyp.� _ Typ. X <br /> 2'-0 Typ. 2' x 10' Treated Header I <br /> - ;--- :: ends FIP With Top of <br /> 2' x 10' Treated Rim O <br /> Jois t - TYP. I O <br /> 6x6 Treated Timber Deck <br /> ' Note End Pier <br /> Varies - Maximum Support (GGA Treated to C <br /> is Shifted 3' G' x G' GGA Treated Pier Bracket <br /> in to Align W/ a Timber CO.6 Retention-) 1/2' Div. x 7' Goly. Steel a 2' x 10' Treated Rim a Of 24' Above Grade Line 0.60 RetentionD <br /> Header ns - Typ. Machine Bolt W/Flat Washer. Joist - Typ. CNote: Heights in Excess OF t <br /> Shown --- Lock Washer And Nut 24' May Require Handrail-) <br /> d d O <br /> a a <br /> Grade77ine ° Existing Grade Line <br /> (Organic Soils-) - Typ. <br /> (Organic Soils.) - Typ. O <br /> ° <br /> a a <br /> I i Existing Grade Line Of ,(� <br /> O Existing Grade Line Of �J J <br /> Suitable Bearing Soils c i � 9 � <br /> v Suitable Scoria Soils 4 <br /> 12' Die. Concrete Pier (Varies In Depths - 9 O <br /> (4000 psi- - Typ. ° Piers Must Extent Down ° p <br /> � (Varies In Depths - � 12' Die. Conc. Pier <br /> d A Mininum Of 24' Below i o Piers Must Extent Down a C4000 P51� - Typ. <br /> ° This Line - Typ. c N A Mininum Of 24' Below L <br /> This Line - Typ.4-1 4J <br /> c c �fi <br /> ° Undisturbed Or Compacted Subsoils - Typ. a ° to <br /> 8' Thick x 18' Die. Concrete 8' Thick x 18' Dia. Concrete <br /> Base - Typ. <br /> 7Base - Typ. <br /> CL L CL CL <br /> i <br /> I 7'-3 <br /> 5 fixed -poson Board��Ik - - Side fle v� tion 6 fixed -�'osition Board��Ik - - Sep Lion AA <br /> 1 Not To Scale 1 Not To Scale —"� <br />